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Home My WebLink AboutPermit Building 2019-09-17Web Address: www.sprinqfield-or.qov Emarl Addressi permitcenter@sp.ingf ield-or. gov SPRINGFIELD ,b Permit Issued: September 17, 2019 TYPE OF WORI( Category of Construction: Residential Submifted rob Valuer $18,900.00 Description of Worki Fire damage repair- Apt#4 Type of Work: Repair JOB SITE INFORMATION Worksite Address 7OO 1ST ST APT 4 Springfield, OR 97477 Parcel 17033522L4300 Owner: Addressi GOLDINGAY & OTIS TRUST 0836 SW CURRY ST UNIT 1400 PORTLAND, OR 97239 LICENSED PROFESSIONAL INFORMATION License ccB License Number 4231 Phone 54L-649-6177 PENDING INSPECTIONS Intpectlon 1999 Final Building 1999 Final Building 1250 Framing 1450 Insulation 1550 FirewaluFire Resistance Rated Wall Inspcctlon Group Struct Com Struct Com Struct Com Struct Com Struct Com SCHEDULII{G INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811023497628 Schedule using the Oregon ePermitting Inspection App, search'epermitting" in the app store Pcrmlts erplra It work is not st.rtcd withln 180 Days ot lscuanca or It work lr 3u.pGnd.d lor ,,8O Days or longGr dapandlng on th. l3suint .gGncy'i pollcy. All proyi.iont or l.w5 and ordln.nc.r gov.rnlng thl3 typc ot work wlll b! compllcd wlth whcthcr .pGclrl€d h.r.ln or not. Gr.ntlng of . pGrmlt do€E not pr.ium. to glvc .uthority to vlol.tc or canc.l th. provlslon. of.ny oth.r st.t. or locil law rGgul.ting construction or thc pcilormanc€ ot conctruction, ATTEITIOi: Or.gon law requlrG. you to follow rulG. adopt.d by the Orcaon Utlllty llotlllcatlon C.nter. IhosG rulc. arc 5et lorth in OAR 952-OO1-OO1O through OAR 952-OO!-OO9O, You mry obt in copl.s ot thc rulc. by c.lllng th. Ccnt.r .t (sO3) 232-tgA7. All p€6on. or cntlti.6 pertormlng work und.r thl3 pcrmit.r. rcquircd to b. llc.nr.d url.$ Grcmpt.d by ORS 701.O10 (Structu..l/l'lGch.nlcal), ORS 479.540 (Elcctrlc.l), and OR,s 693.01O-02O (Plumblng) Printed oni 9/17119 P.9€ 1 ot 2 C:\myReports/r€oorts//productlon/01 SIANDARD OREGON Building Permit Commercial Structural Permit Number: 811- 19-OO215O-STR IVR Number: 411023497628 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-37 53 Busine5s Name EHLERS CONSTRUCNON INC - Primary Inspectlon Status Pending Pending Pending Pending Pending Permit Number: all-19-OO21sO-STR Page 2 of 2 FGe Descrlptlon Technology Fee Structural building permit fee State of Oregon Surcharge - Bldg (L2'/o of applicable fees) Quantlty Fce Amount $16.24 $324.70 $38.96 $379.90Total Fees: c:\myReports/.eports//producion/01 STANDARD PERMIT FEES CllY oF SPRINcFIELD, oREcoN Structural Permit Application Hqt JI^- 225 Filih Slre€1 . Springfield. OR 97477 . PH(541)726-1753 . FAX(541)726 1689 This permit is issued under oAR 918-460-0030. Permits expire if work is not started withitr 180 days o suspended for 180 days. II or if work is DEPARTMENT USE ONLY permitno.: $fi _A{0 oxe: c-//1n/1$ FEE SCHEDULE l. Valuatiotr informatior (a) Job description: Replace fire damaged interior finishes Occupancy R-2 Construction tlpe:58 Square feet: 413 (repair area) Cost per square foot Other information 'lype of Ileat: Energ/ Path: (b) Foundation-only permit? E Yes D wo $/1,.?cA" 2. Building fees s ,7)-'l '(a) Permit fee (use valuation table) s(b) Invesrigative fee (equal to L2al) s (c) Reinspection ($ per hour) (number of hours x t'ee per hour) S(d) Enter 129'0 surcharge (.12 x[2^+2*2cl) .$(e) Subtot|l offees above (2a through 2d): 3. Plan review fees 5(a) Plan rcvie$ (6570 x permit lee [2a]) $(b) Fire and life safery (55% x permit fbe [2a]) $(c) Subtotal offees above (3a and 3b): 4. Miscellaneors fees (a) Seismic lee, l% (.01 x permit lee [2a]) s(b) Iech fee, 5% (-05 x permit fee[2al"rPR fee [3c]) 712fO I'AL fces and surcharges (2e+3c+4a+b): LOCAL GOVERNMENT APPROVAL This project has final land-use approval Signature:L)ate: Date 'fhis project has DEQ approval Signature: Zoning approval verilied: ! Yes E No Property is within flood plain: nYes Etto CATEGORY OF CONSTRUCTION E Govemmcnt X Commercialn Residential JOB SITE INFORMATION AND LOCATION Job sitc address: 700 1st Street, Apartment #4 State: OR Zll':9747Ciryr Springfield Lot noSubdivision Reierence:'l 7-1 3-35-22 I arlot: 14300 PROPERTY OWNER Name:Goldingay & Otis Trust Address:0836 SWCurry Street, Unit 1400 State: OR ZIP:9723Cifi,rPortland Fax:Phone:5Yl-lq3-.}183 E-mail this applicationagcnt authBuilding Sign herei E tis iostl{aiion is being made on residcntial or farm property by me or a member ofmy immediate family, and is exempt from licensing requirem€nts under ORS 701.010. o"""/ CONTRACTOR INSTALLATION Business name: Ehlers Construction 7.lP:9740State: ORCity:Eugene Fa'(Phone: 541 - 689-6177 D-mail: office@ehlersinc.net Print name: l?l.r - a^fZ- Sigrrature SI,B-CONTRACTOR INFORMATION CCB License #Phonc 173114 (541)461{387 Electrical Superior Electric & Construction LLC 154114614714 Plumbing RS Plumbing Conlractor, lnc. (541) Ab14A21110075 Mechanical commercial Air, lnc Lasl edited 5-5-2019 BJones E new fialteration ! addition 'Iotal valuation: $ Address: 1085 Madera Street CCB license no.:4231 1038',l6 _ig e e eF, ztr oq F. G oF lt t o- E 0- e O o Lj ,q (, q F. o E a) E (E(L Oz zotrof,tFazoOantllJ- Ll.l al o- ol t- LJ -o E q) o o o) (, E (E L c!q q EOfF- FdrEg =G cofF9+ ES E o o 9! €EoI 69!t+TN Ec "9 HoQ= FO, =q p oo. oo l.l- .! o 1oooo9 L! o-o i- ,q E c ooo oo Nooooo N osN o)s(D Io- a o-c or3 (,)(E F E o) E -9= oa (D L]J oc t-N i,;hfs ;EO\? dlrt!+ q vag o d) o-o o t't- i-o)t 6 a F(L F.oFa s3X{UT (EE 96 Bd Elei45: B h?FEgOF(!9=oqrz?E--!a:cLoi gE G CL o(Jotr tro (, Goc G F o p ot;3 z,o(9 oo -llr| (,z.ao- s 1 j *9lq - 2-t SD -:r'- Ut<- e 1t'r 1rt KP ETTCIruEERING, PC 4222 CoMMERCE STREFT, SUITE 2J EUGENE, OREGON 974O2 (541) 393.0742 kevin@kpengineerhg.biz September 17 ,2019 El ers Construction 1085 Madera Street Eugene, OR 97402 Attention: Max Hansen Re: Fire Damase hspection at 70 0 lst Street, Apartment #4. Sprinefi eld. Oreson Job #19032-2 As you requested, an inspection was performed on July 30, 2019, at Apartment #4 ofthe multifamily residential building located at 700 l't Street in springfreld. The purpose ofthe inspection was to examine upper level wood framing and separation walls between adjacent apartment units after the smoke and fue damaged wall and ceilfurg finishes had been removed. The fire started in the northwest bedroom on the upper level of Apartment #4. The buildirg housing Apartrnent l!4 has five two-story apartments, with Apartment #4 being the second unit fiom the east end of the structure. The upper tevel of Apartment #4 has two bedrooms along the north exterior wall, a bathroom in the southwest comer, and a stairwell in the southeast comer. The rooflceiling ftaming for the upper level consists of2x12 rooflceiling joists at 24" on center, plywood roof sheathing, batt insulation, plaster board, and a plaster frnish with ceiling heat. The rooflceiling joists have 1x3 cross bridging near the center ofthejoists, and most ofthe roof sheathing panel edges are blocked with 2x4 members. The walls separating the apartment units consist of2x4 studs at 16" on center, batt insulation, and 16" tall horizontal strips of plaster board that are held offof the studs with metal clips. The 2x4 walls separating the apartrnent units and the 2x4 exterior walls are balloon framed. At the separation wall there is blocking between the balloon fiamed studs a couple of inches below the floor decking. The floorjoists for the upper level are parallel to the separation wall with ajoist directly against both faces ofthe balloon framed separation wall studs. Most of the other upper level interior walls are framed with 2x3 studs at 16" on center. See pictures 1 - 12 on sheets 4 tbru 9 of this report to view the exterior ofthe building, damage fiom the fire, and the framing and condition ofthe existing walls separating the adjacent apartments. At the time of the inspection perfomred on Juiy 30, 2019, the following observations were made. Most of the upper level wall and ceiling hnishes had been removed along with the batt insulation in the rooflceiling cavities, exterior walls, and separation walls between apartments (Pictures 5- g). The wall and ceiling finishes that had been removed had been blackened by smoke from the fire, and in a couple oflocations the frefighters had created holes in the ceiling finish @ictures 3 and 4). The bedroom, bathroom, and closet doors had been removed along with all ofthe The following repairs should be made to the structure. The interior walls separating the aparhnent units are required to be fire partition wa11s with a fre resistance rating ofnot less than t hour. The remaining undamaged plaster board and finish on the adjacent apartment side of each of the two fre partition wa1ls is assumed to have been in compliance at the time it was constructed. From the Apartrnent #4 side of each fire partition wall insta.ll new insulation, resilient channels, and Type-X glpsum wallboard per the requirements of GA File No. WP 3243 from the current Gypsum Association Fire Resistance Design Manual. Therefore, install new 3" mheral or giass insulation il the existfurg exposed stud cavities. The new fire partition insulation should extend ftom the top of the existing fue blocking to the underside of the existing wall top plate. Install resilient cha:mels at 24" on center maximum attached at right angles to the Apartment #4 side of the wal1 with l%" Type S drywail screws. Then attach one layer of 5/8" Type-X gypsum wallboard to the resilient channeis with 1" Type S drywall screws at 8" on center with the vertical johts located midway between the studs. The Type-X gypsum wallboard joints shall be taped with either paper tape or level 1 glass fiber mesh tape, and ail of the fastener heads must be treated. Electrical box penetrations in the fire partition wal1 membrane must comply with the Exceptions in Section 714.3.2 of the 2014 Oregon Structural Specialty Code (OSSC). Since there isn't a rooflceiling joist directly above the fre partition to attach the new gypsum waliboard to, solid pack the rooflceiling j oist cavity directly above the fire partition wall with mineral wood insulation. See upper level fue partition wa1l section on Sheet 1 1 and a copy of GA File No. WP 3243 on Sheet 12 of this report for additional information on the repair of the fre partition. New R-30C batt insulation should be instailed ir the other exposed rooflceiling joist cavities while maintaining a 1" air gap between the top ofthe insulation arid the underside ofthe existing roof sheathing. Ttrc 2x72 rooflceiling joists,2x4 blocking at the roof sheathing panel edges, and the required 1" air gap leaves a maximum allowable insulation depth 8%" (R-30C insulation is 8%" thick). lnstall 5/8" Type-X gypsum board on the upper level ceiling with l%" minimum Type W drywall screws at 12" on center into all ceiling framing members. New R-15 high-density batt insulation should be installed in ail ofthe exposed 2x4 exlerior wal1 cavities. lnstall %" minimum gypsum wallboard on the exterior and remaining interior non-fue partition walls of the upper level . Attach the %" gypsum wallboard to the existing 1 6" on center wal1 framing members with l%" Type W drywall screws at 16" on center. Remove and replace the two damaged bedroom windows to meet the thermal resistance and solar heat gain coeffrcients of Chapter 5 ofthe 2014 Oregon Energy Efficiency Specialty Code' The new bedroom egress windows must have a minimum open area of 5 . 7 square feet and the bottom of the clear opening shall not be more than 44" above the finished floor to comply with OSSC Section 1029. Shce the ceiling heat source was removed a new electric heat source must be installed in each ofthe habitable upper level spaces that is capable of mafurtaining a temperature of 68 degrees per OSSC Section 1204. At the upper level repairs, smoke alarms shal1 be installed within each ofthe bedrooms and another in the hallway direcfly outside ofthe bedrooms per OSSC Section 907.2.11.2. The new smoke alarms must be interconnected per OSSC Section 907 .2.11.3, and they must have primary power from the buiiding along with a battery backup power solrrce pet OSSC Section 907.2.11.4. The hailway directly outside of the 2 bathroom plumbing fixhres. The egress window in each ofthe bedrooms had sustained damage fiom the fire. The separation wall finishes for the adjacent apartments side of the wall framing appeared to be intact and in good condition @ictures 6- i 0) . The removal of the separation wall plaster and insulation revealed that the wall was balloon framed, that it has a single 2x4 top plate, and that it has fre blocking staggered between adjacent stud bays at approximately 1Yz" or 3" below the top of the existing upper level ply'wood floor decking (Pictures 11 and 12). upper level bedrooms must also have a carbon monoxide alarm per OSSC Section 908.7.2. The hallway device may be a combination smoke/carbon monoxide alarm. [n the bathroom, replace the existing exhaust fan with a new code compiiant fan vented to the exterior ofthe building per the 2014 Oregon Mechanical Specialty Code. Replace the removed upper level doors, bathroom piumbing fixtures and cabinetry, floor coverings, and wood trim as needed. All repairs to the apartment are to be in compliance with the 2014 Oregon Structural Specialty Code as adopted by the City of Springfield. I hope this report is adequate for your pu4roses at this time. Damage not noted above that is discovered during the cleaning, exposing, and repair of the saucture should be brought to the attention of KP Engineering, PC. Thank you for this opportunity to be of service. If you have any firrther questions, please do not hesitate to contact me at (541) 393-0782. Very truly yours, N N 11 E@IRES: 12a!. Z'C Kevin M. Peterson, PE lvt . p KP EruOIruEERINC, PC AZ2ZCeMMERGE STREET, SUITE 2J EUGENE, OREGON 97402 (541) 393-0742 kev in@kpengineering.biz Job #kp19032-2 Fire Damage Inspection at 700 1st Street, Apartment #4, Springfield, Oregon Picture l: This is a picture ofthe east end ofthe building containing Apartment #4. Heading down the walkway between the two buildings, Apartment #4 is the second door on the right (north). Apartrnent #'s 2,4,6, 8, and l0 are located in order fiom east to west in the north building. Picture 2: This is a picture ofthe upper level ofthe north elevation ofthe building that Apartment l!4 is in. The center two windows on the upper level are the northeast and northwest bedrooms of Apartment #4. 4 I II .F*,E KP ENEINEERINC, PC 4222C9MMERCE STREET, SUITE 2J EUGENE, OREGON 97402 (541) 39307A2 kevin@kpengineering.biz Job#kp19032-2 Fire Damage Inspection at 700 l't Street, Apartment #4, Springfield, Oregon Picture 3: This is a picture ofthe ceiling in the northwest bedroom on the upper level of Apartment #4. The fire and its smoke had blackened everything in the room. While extinguishing the fire, the firefighter's created a couple ofholes in the ceiling frnish. Picture 4: This is a picture ofthe largest hole in the ceiling ofthe northwest bedroom ol Apartment #4. The hole was made by the firetighter's as they were extinguishing the frre. The creation ofthe hole damaged the plaster finish and the ceiling heat. 5 frt .2, !. T tft r KP ErqerruEERINc, PC A222C'oMMERCE STREET, SUTTE 2J EUGENE, OREGON 97402 (541)39307A2 kevin@kpengheering.biz Job #kp19032-2 Fire Damage Inspection at 700 1't Street, Apartment #4, Springfield, Oregon Picture 5: This is a picture looking toward the northwest comer ofthe northwest bedroom on the upper level of Apartment #4. All of the wall and ceiling finishes have been removed. The insulation has been removed from ceiling, exterior wall, and wall separating apartment units. Picture 6: This is a picture ofthe west wall of the bedroom in the northwest corner ofthe upper level. The insulation and plaster finish have been removed from Apartment #4's side ofthe wall assembly. The plaster board on Apartment #6's side ofthe wall appears to still be in good condition. 6 I I i.t T_ ,l r F 7 / lt KP ETSTNEERINC, PC 422?CoMMERCE STREET, SUITE 2J EUGENE, OREGON 974O2 (541)39307A2 kevin@kpengineering.biz lob #kp19032-2 Fire Damage Inspection at 700 ls Street, Apartment #4, Springfield, Oregon Picture 8: This is a picture of the east wall in the northeast bedroom on the upper level of Apartment #4. The 2x4 aI 16" on center wall separates Apartment #4 from Apartment #2. The insulation and plaster finish have been removed from Apartment #4's side ofthe wall. 7 Picture 7: This is a picture of the top of the west wall in northwest bedroom of Apartment #4. The wall separates Apartment #4 from Apartment #6. The 2x4 at 16" on center wood flamed wall has a single 2x4 top plate with a 2x backing board attached to the top of it. The wall is almost centered between the 2xl2 at 24" on center roof/ceiling joists. a l- KP ENcrrqEERrNc, PC 4222CoMMERCE STREE-T, SUITE 2J EUGENE, OREGON 97402 (54r) 3930742 kevin@kpengineering.biz Iob #kp19032-2 Fire Damage Inspection at 700 l't Street, Apartment #4, Springfield, Oregon Picture 9: This is a picture ofthe backside of the plaster board on Apartment #6's side ofthe wall at the northwest bedroom on the upper level of Apartment #4. The existing plaster board panels are 16" in height and they are held offofthe 2x4 wood studs approximate'/2" by melal clips installed at each panel joint. Picture l0: This is a picture ofthe existing metal clips that attach the plaster board to the wood studs at the northwest bedroom wall that separates Aparrnents #4 and#6. 8 KP ErqgrNEERrNg, PC 42,22C'oMMERCE STREET, SUITE 2J Eucerue, OREGoN 97402(541)39307A2 kevin@kpengineering.biz Job #kp19032-2 Fire Damage Inspection at 700 1't Sfieet, Apartment #4, Springfield, Oregon Picture 12: This is a picture of the blocking between the 2x4 at 16" on center balloon framed wall between Apartments #4 arld #6 at the northwest upper level bedroom. The 2x4 blocking is staggered at approximately 1Y," or 3" below the top of the existing upper level floor decking. 9 'a E 4 n7r Picture 1 1: This is a picture of the 2x4 at 16" on center balloon framed wall between Apartments #4 arrd #6. There is staggered 2x4 blocking installed between the balloon framed 2x4 wall studs at either 1/2" or 3" below the top of the existing upper level floor decking. il Ir- v LKP ETTeTNEERING, Pc CLIENT SHEET NO-4222 CoMMERCE STREET, SUITE 2J EUGENE, OREGoN 97402 541-393-07A2 kevi n@kpeng;neering.biz BATu P ecF4 o !O OF t"CALCULATED BY lo8 #c Ng &pe-"+r ) - !-^ ^?t , - L t &-, -Afi{ atoi?F 'in I LE]-Ui:' 3s SHaF€ ALERH pEP o9SC 1o1.2.\\,2 Oy, &Hbr$snos Si,ave/.x1?,la HolJoxrDE ALAe+i PER Ot y- 1ot.2.tl.Z arD 906.']'Z C BerHReoH E6H*rs1 FEr.l PER. Zor4 Dfsc- l)eree Lrret F*e R-,.r Aprerunup *4 ( la q ai 4 :$-.t a "FTH Nt] fupe".rr a. 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LiP3?+3. <-- EXlsTl Fte Ptn:t ocD Fi-c+DEcplFl+ Exts115lg FLccR JO;ft AND FleE bLorKlNe E)<TsTI.T+ I12,,PLASTEP EE}+9 IA, ZL+ tlr.H PLbsrER F,H,6H HELD 12' ;FF sTuD Elit+ i"lEIbL clrFe Ex srrr-l+ Z*4 .t- \to",.- tsa.r-r-oor.I FF'rl-lED l.&L 411 Sec-n-* i^T l??afr- l-s.,.2g fiee f"*nn"l 1l* AFARI-HEi{- +AFuglr.eut *? +*o I f I l.l.Xe. ,1 + ( GA-600.2015 FIRE RESISTANCE DESIGN I\4ANUAL 93 % {i,) ,o*#;r GENERICFILE NO, WP 324r'' ll screws. Base layer 5/8" type X RESILIENT CHANNELS, MINERAL OR GLASS ULATION, WOOD STUDS right angles to ONE SIDE of 2 x 4 wood lied at right angles to joints I psf Based on UL R'I4196, 05NK05371, 2-15-05, UL Design U305 NRCC TL-93-118, dway sum veneer I screws 8' lass fiber c-lR-761, 3-98 Thickness: Approx. Weight: Fire Test: Sound T mt gypsum wa llboard or gypsum les to studs with 6d cement coated nails, 1- 16" on opposite sides. (LOAD-BEARING) " heads, 7" o.c studs 16" o.c. with 1-114'Type gypsum wallboard or gypsum veneer with '1" Type S drywall screws 8" o.c. with between studs. Face layer 5i8' type X gypsum base applied at right angles to channels with 1-5/8" insulation in stud space. oPPOSITE SIDE: one layer 5/8" o.c. Face layer joi nts offset 16" from base layer GYPSUM W Resilient channels 16' o.c 7/8" Iong, 0.0915' Vertical joints 1 HOUR FIREGENERICE NO. WP 3245 layer 5/8" type x gyps u LIENT CHANNELS, MINERAL OR GLASS ON, WOOD STUDS es to ONE SIDE of 2 x 4 wood to channels n rox. Weight:9 psf Based on UL R14'196, 5NK05371 , 2-15-05, n U305 Thickness: 6" 6, Fire Sound Test: c. Face layer 518' type X gypsum 3/8" long,8" o.c. Face layer joints offset 16" 16' on opposite sides. (LOAD-BEARING) IRCIR-76't, NRCC or gypsum 6d cement coated nails, iied parallel or at right angles to studs studs 16" o.c. with 1-1l4'Type S drywall wallboard o. gypsum veneer base applied at right Type S drywall screws 8" o.c. with vertical joints I studs. 3' mineral or glass fiber insulation ln stud space OPPOSITE SIDE: Base layer 5/8' type X gypsum base applied parallel or at right angles to GYPSUM WALLBOARD 7/8" long,0.0915" shank, 15i64' head wallboard or gyps um veneer b FIBER I with Bd cement coated from base layerj Verticaljoints (if * Contact the manufacturer for more detailed information on proprietary products 1 HOUR FIRE base applied parallel or at Resilient channels 24" o.c. attached at 4[llou- -z 5*o l3 l3 Approximate location of Apartment #4' Most of the upper level wall and ceiling finishes were damaged by the fire in the northwest bedroom of the upper level and the smoke coming from it' 6,ir rdo'r @!c&{lh]ddh'@,un'.rG.381h.c,*,.,d.@46Fd6h, ihd4',6dlbJ#l@ d'bs*PdrfuE Etho''@F,^Ed d/t*6.,@!r!nFik.PgId A -El-r.a 4 700 '1st Street, APt 4, SPringfield Lane Counlv. 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